BAB 5 AS 2 28 03

8/18/2019 BAB 5 AS 2 28 03

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Tipe Balok Ly (m)

Anak

Tipe Balok Ly (m) Lx (m)

A 4

Anak B 4

A 4.5 3 1.28 C 4

B 3 3 1.00 D 4

E 5

F 4

G 4

4

Beban Plat Lantai ( qD ) !imen"i #e$a%&m

Berat plat sendiri 0.12 2400 288

Berat keramik ( 1 cm ) 0.01 2400 24Berat Spesi ( 2 cm ) 0.02 2100 42

Berat plafond + instalasi listrik 25

Berat Pasir ( 2 cm ) 0.02 1'00 32

411

Beban Plat Lantai ( qD ) !imen"i #e$a%&m

Berat plat sendiri 0.12 2400 288

Berat keramik ( 1 cm ) 0.01 100 1Berat Spesi ( 2 cm ) 0.02 2100 42

Berat plafond + instalasi listrik 25

Berat Pasir ( 2 cm ) 0.02 1800 3'

408

Tipe Balo Be#an a%i (*D) k+&m)

Anak Dimen"i #alok anak

,a$ame%e$ m Rn

Lebar Equivalen Balok Anak

Le*("e+i%i+a)

e*(%$ape"i-m

-(10 mm)

n(10 mm

)ρb ρ

max ρ

min

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


Lx (m)

2.5 / 1.0

2 / 0.2

2.5 / 1.0

2 / 0.2

2.5 / 1.15

2 / 0.2

25 0.83 /

2 0.' /

As(tul) As ada a

Le*("e+i%i+a)

Le*(%$ape"i-m)

ρ ada

As (mm2) (mm2) Jumlahtul

(mm2)

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


n ada S (mm)(1!"#m

m)

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


Beban hidup (

Be#an i!-p !i+-n

,em#e#anan #alok %ype 1 $%2 &Pembeban

Berat sendiri 8'.4 km ,em#e#anan #alok %ype 2Beban plat tipe 1 525.2 km Berat sendiri 8'.4

qD2 611.6 km Beban plat tipe 1 822.0

Beban berfaktor (qU) qD2 908.4

* 12. *D 1'. *L

Pembebanan balok type 1 $u 1 1244.99 km *- 2

,ELAT 120 mm

100 mm

A67L "ap "elim-% #e%on 40 mm

Lapan+an

/33

2085.4 300 mm

T-mp-an /3413.2 # 200 mm

! %-l 1' mm

Lapan+an

/22

255. ! "en+kan+ 8 mm

T-mp-an /511 !9 5' mm

! 244 mm

244

Hitunan !ul !U"#UA$

244

- 08800 mm 08.8

n 88550 mm

m 18.82

0.0282

0.0212

0.003

:n 0.441

0.0021

; okk

< %i!ak okk

A" 189.%8

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 0.4 2.00 #-a

A" a!a 401.92 okk a &%.8&

n ada &2'6%980 46'6941 Aman

Beban Mati (qD)

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2

Dipakai %-lan+an ∅ x mm

mm2

8/18/2019 BAB 5 AS 2 28 03


>on%$ol 6pa"i (!ipakai %-lan+an 1 lapi") ?

6 min 25 mm

6 %2 oke

Hitungan Tul Geser Balok Anak

*u 2835.12 k+ 28351.2

*c 38580

*c 2834.84

!,-*c 144'.42

S'arat tulanan eser .!/- *c 0 *u 0 *c

1446%.42029'2%0& 28&'1 289&4.84

Jadi diperlukan tulanan eser *s 1'2'

*s perlu 21'88.8

A 100.48 mm A@ min 33.8

S 0 mm

S max 122ipakai senkan denan 3arak 120 mm

*s ada 4034.24

*s ada 4 *s perlu >>

Hitunan !ul !uuan

- 1415'00 mm 141.5' D #a$-

n 11500 mm 244 mm

m 18.82 203 mm

0.0282 A1 2 401.2

0.0212 A2 2 401.2

0.003 223.5 mm

:n 1.488

0.0043

; okk

< okk

A" 210.2'

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 1.04'22 2 #-a

A" a!a 401.92 okk

a &%.8&

n ada &2'6%980.46'6941 Aman

>on%$ol 6pa"i (!ipakai %-lan+an 1 lapi") ?6 min 25 mm

6 %2 oke

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


Hitungan Tul Geser Balok Anak *u 2835.12 k+ 28351.2

*c 38580

*c 2834.84050540

5*c 8'804.5211'22

S'arat tulanan eser . *c 0 *u 0 5 *c

289&4.840'90'40% 28&'1 86804.'2

Jadi diperlukan tulanan eser *s /584

*s perlu /8.1

A 100.48 mm

S /'2'.02'848501 mm

S max 111.5

ipakai senkan denan 3arak 110 mm

*s ada 5341.88 *s ada 4 *s perlu >>

8/18/2019 BAB 5 AS 2 28 03


L)

akan 250 k+&m2

100

n balok t'pe 1 L1 31.4

L2 500.0km

km

km

1890.08 km

0.12 m

0.1 m

0.04 m y 3'0 pa

0.3 m 22.5 pa

0.2 m Fy "en+ka 240 pa

0.01' m

0.008 m

0.05' m

0.244 m

0.244

km2

km2

8/18/2019 BAB 5 AS 2 28 03


1.8

0.0052

2&1.'1

1.152034 2 2 2 #-a

401.92 okk

&8

29601811 Aman

2 oke

8/18/2019 BAB 5 AS 2 28 03


6EETA:A T7DA> ,A>A7

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)

Be#an i!-p !i+-naka 400

100

,em#e#anan #alok %ype B Pembebanan balok t'pe B

Berat sendiri 8'.4 km

Beban plat tipe 2 0.0 km

qD2 86.4 km

Beban berfaktor (qU)

* 12. *D 1'. *L

Pembebanan balok type B 10&.68 km

,ELAT 120 mm 0.12 m

100 mm 0.1 mA67L "ap "elim-% #e%on 40 mm 0.04 m

Lapan+an

/33

144.4 300 mm 0.3 m

T-mp-an /28.48 # 200 mm 0.2 m

! %-l 1' mm 0.01' m

Lapan+an

/22

214.'1 ! "en+kan+ 8 mm 0.008 m

T-mp-an /434.22 !9 5' mm 0.05' m

! 244.0 mm 0.244 m

Hitunan !ul Laanan

- 14500000 mm

n 18125000 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 1.522

0.004

; okk

< okk

A" 241.10

A" & !iame%e$ %-lan+an 200.'

Beban Mati (qD)

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 1.18 2 #-a

A" a!a 401.92 okk

a &0.26

n ada 294&'8&' Aman


6 min 25 mm

6 %2 oke

Hitungan Tul Geser Balok Anak *u 214.'1 k+ 214'

*c 40''

*c 30500

!,-*c 15250

S'arat tulanan eser . !/- *c 0 *u 0 *c

1'2'0 21%46 &0'00


*s perlu 21'88.8 Ø Vs perlu = Ø 1/3 bw. d (OK)A 2.8 mm

S 50 mm

S max 122

ipakai senkan denan 3a 120 mm

*s ada 135555.5'


Hitunan !ul !uuan

- 2000000 mm D #a$-

n 3'250000 mm 244 mm

m 15.0' 203 mm

0.03'8 A1 3 '02.

0.02' A2 2 401.

0.0044 22.' mm

:n 3.044 3.5

0.0103 0.0120

; okk

< okk

A" '0&.&6 '4%.26

A" & !iame%e$ %-lan+an 200.'

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 2.5048 3 #-a 2.232 3

A" a!a 602.88 okk 602.88

a 4'.&9 4'

n ada 4269419' Aman &9'&0280


6 min 25 mm

6 28 oke 28

Hitungan Tul Geser Balok Anak *u 434.22 k+ 4342

*c 40''

*c 30500

5*c 1500


&0'00 4&492 91'00

Jadi diperlukan tulanan eser

*s 122

*s perlu 1322.3

A 100.48 mm

S 33.' mm

S max 122


*s ada 4034.24


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.00

y 320 pa

25 pa

Fy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


3 2 #-a

okk

Aman

oke

8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)

,em#e#anan #alok %ype C Be#an i!-p !i+-naka 400

Berat sendiri ' km 100

Beban plat tipe - 0.0 km $%1 &Pembebanan balok t'pe 6

96.0 km


* 12. *D 1'. *L

Pembebanan balok type C 11'.20 km

,ELAT 120 mm 0.12 m

100 mm 0.1 m

A67L "ap "elim-% #e%on 40 mm 0.04 m

Lapan+an

/33

34. 300 mm 0.3 m

T-mp-an /18'. # 200 mm 0.2 m! %-l 1' mm 0.01' m

Lapan+an

/22

1402.4 ! "en+kan+ 8 mm 0.008 m

T-mp-an /2804.8 !9 5' mm 0.05' m

! 244 mm 0.244 m

Hitunan !ul Laanan

- 350000 mm

n 11'8500 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 0.82

0.0031

; okk

< %i!ak okk

A" 21&.'0

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 1.0'24 2 #-a

A" a!a 401.92 okk

Beban Mati (qD)

qD1

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


a &0.26

n ada 294&'8&' Aman


6 min 25 mm

6 %2 oke

Hitungan Tul Geser Balok Anak

*u 1402.4 k+ 14025

*c 40''

*c 30500

!/-*c 15250


1'2'0 1402' &0'00


*s perlu 21'88.8 Ø Vs perlu = Ø 1/3 bw. d (OK)A

2.8 mmS 50 mm

S max 122


*s ada 135555.5'


Hitunan !ul !uuan

- 1800000 mm D #a$-

n 2335000 mm 244 mm

m 15.0' 203 mm

0.03'8 A1 2 401.

0.02' A2 2 401.

0.0044 223.5 mm

:n 1.'3 2.3

0.00'4 0.008

; okk

< okk

A" &14.6' &4%.1&

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 1.5'5 2 #-a 1.24 2

A" a!a 401.92 okk 401.92

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


a &0.26 &0

n ada 294&'8&' Aman 26%99240


6 min 25 mm

6 %2 oke 2


*c 40''

*c 30500

!/-*c 15250


1'2'0 280'0 &0'00

Jadi diperlukan tulanan eser *s 1'2''.'

*s perlu 21'88.8

A 2.8 mm

S 50 mm

S max 122


*s ada 135555.5'


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.0

y 320 pa

25 pa

Fy "en+ka 240 pa

8/18/2019 BAB 5 AS 2 28 03


2 2 #-a

okk

8/18/2019 BAB 5 AS 2 28 03


Aman

oke

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)

,em#e#anan #alok %ype D Be#an i!-p !i+-naka 400

Berat sendiri ' km 100

Beban plat tipe 7 0 km $% & Pembebanan balok t'pe

96 km


* 12. *D 1'. *L

Pembebanan balok type D 11'.20 km

,ELAT 120 mm 0.12 m

100 mm 0.1 m


Lapan+an/33

800.35 300 mm 0.3 mT-mp-an /1'00.1 # 200 mm 0.2 m

! %-l 1' mm 0.01' m

Lapan+an

/22

1200.53 ! "en+kan+ 8 mm 0.008 m

T-mp-an /2401.0' !9 5' mm 0.05' m

! 244.0 mm 0.244 m

Hitunan !ul Laanan

- 8100000 mm

n 10125000 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 0.850

0.002

; okk

< %i!ak okk

A" 21&.'0

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 1.0'24 2 #-a

Beban Mati (qD)

qD1

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


A" a!a 401.92 okk

a &0.26

n ada 294&'8&' Aman


6 min 25 mm

6 %2 oke


*c 40''

*c 30500

!,-*c 15250


1'2'0 1200' &0'00


*s perlu21'88.8 Ø Vs perlu = Ø 1/3 bw. d (OK)A 2.8 mm

S 50 mm

S max 122


*s ada 135555.5'


Hitunan !ul !uuan

- 1'100000 mm D #a$-

n 20125000 mm 244 mm

m 15.0' 203 mm

0.03'8 A1 3 '02.

0.02' A2 2 401.

0.0044 22.' mm

:n 1.'0 1.

0.0055 0.00'4

; okk

< okk

A" 268.91 290.26

A" & !iame%e$ %-lan+an 200.'

=-mla %-lan+an 1.3381 2 #-a 1.4443 2

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.00

y 320 pa

25 paFy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


3 2 #-a

8/18/2019 BAB 5 AS 2 28 03


okk

Aman

oke

8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)


100

,em#e#anan #alok %ype E $%5 &Pembebanan balok t'pe 8

Berat sendiri ' km

Beban plat tipe " 0 km

qD 96 km


* 12. *D 1'. *L

Pembebanan balok type E 11'.20 km

,ELAT 120 mm 0.12 m

100 mm 0.1 m

A67L "ap "elim-% #e%on 40 mm 0.04 mLapan+an

/33

1533.2 300 mm 0.3 m

T-mp-an /30''.4 # 200 mm 0.2 m

! %-l 1' mm 0.01' m

Lapan+an

/22

183.84 ! "en+kan+ 8 mm 0.008 m

T-mp-an /3'.'8 !9 5' mm 0.05' m

! 244 mm 0.244 m

Hitunan !ul Laanan

- 15340000 mm

n 115000 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 1.'10

0.0052

; okk

< okk

A" 2''.6%

A" & !iame%e$ %-lan+an 200.'

Beban Mati (qD)

ρ #

ρmax

ρmin

ρ a!a

ρ a!a ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 1.222 2 #-a

A" a!a 401.92 okk

a &0.26

n ada 294&'8&' Aman


6 min 25 mm

6 %2 oke


*c 40''

*c 30500

!/-*c 15250


1'2'0 18&98 &0'00

Jadi diperlukan tulanan eser *s 1'2''.'

*s perlu 21'88.8

A 2.8 mm

S 50 mm

S max 122


*s ada 135555.5'


Hitunan !ul !uuan

- 3000000 mm D #a$-n 3835000 mm 244 mm

m 15.0' 203 mm

0.03'8 A1 2 401.

0.02' A2 2 401.

0.0044 223.5 mm

:n 3.223 3.8

0.0110 0.0133

; okk

< okk

A" '&'.%% '96.'0

A" & !iame%e$ %-lan+an 200.'

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 2.'''0'' 3 #-a 2.'82 3

A" a!a 602.88 okk 602.88

a 4'.&9 4'

n ada 4269419' Aman &8%&9&02


6 min 25 mm

6 28 oke 2

Hitungan Tul Geser Balok Anak *u 3'.'8 k+ 3'

*c 40''

*c 30500

5*c 1500


&0'00 &6%9% 91'00

Jadi diperlukan tulanan eser *s '2'.80

*s perlu 835.3

A 100.48 mm

S 00.85 mm

S max 122


*s ada 4034.24


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.0

y 320 pa 25 pa

Fy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


2 2 #-a

okk

Aman

oke

8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)

Be#an i!-p !i+-nakan 400

100

,em#e#anan #alok %ype F $%2 & Pembebanan balok t'pe 9

Berat sendiri 1'8 km

Beban plat tipe 2 0 km

!d1 1'8 km


* 12. *D 1'. *L 201.60 km

Pe"bebanan balok 1111.43 panan+ 1.

'890.2& km & me%e$

,ELAT 120 mm 0.12 m


Lapan+an

/33

28'.'' 400 mm 0.4 m

T-mp-an /''5'.1' # 250 mm 0.25 m

! %-l 1' mm 0.01' m

Lapan+an

/22

45'.4 ! "en+kan+ 8 mm 0.008 m

T-mp-an /11'4.' !9 5' mm 0.05' m

! 344 mm 0.344 m

Hitunan !ul Laanan

- 2800000 mm

n 3585000 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 1.213

0.003

; okk

< %i!ak okk

A" &&'.%%

A" & !iame%e$ %-lan+an 200.'

Beban Mati (qD)

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 1.'083 2 #-a

A" a!a 401.92 okk

a 24.21

n ada 42686491 Aman


6 min 25 mm

6 122 oke

Hitungan Tul Geser Balok Anak *u 45'.4 k+ 45'4

*c 1''

*c 5350

!,-*c 2'85

S'arat tulanan eser .!/- *c 0 *u 0 *c

268%' 4'6%4 '&%'0

Jadi diperlukan tulanan eser *s 28'''.'

*s perlu 38222.22

A 34.22 mm

S 50 mm

S max 12


*s ada 1'8'2.45


Hitunan !ul !uuan

- '''00000 mm D #a$-

n 83250000 mm 344 mm

m 15.0' 303 mm

0.03'8 A1 3 '02.88

0.02' A2 2 401.2

0.0044 32.' mm

:n 2.814 3.1

0.005 0.0105

; okk

< okk

A" 814.&& 862.'

A" & !iame%e$ %-lan+an 200.'

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 4.0522 5 #-a 4.22 5

A" a!a 1004.8 okk 1004.8

a 60.'2 60.'2

n ada 1008%%99& Aman 9'60480&


6 min 25 mm

6 18.' terlalu raet bro 53

Hitungan Tul Geser Balok Anak *u 11'4.' k+ 11'4

*c 1''

*c 5350

5*c 1'1250


'&%'0 11694% 1612'0


*s '31

*s perlu 842'2.2'

A 100.48 mm

S 8.450103 mm

S max 12


*s ada 213.'53


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.0

y 320 pa

25 pa

Fy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


3 2 #-a

okk

Aman

oke

8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)


100

,em#e#anan #alok %ype G Pembebanan balok t'pe :

Berat sendiri 1'8 km

Beban plat tipe 5 0 km

qD2 168 km

Pembebanan balok t'pe 1 1244. k+&m

4.'4 k;m


* 12. *D 1'. *L

Pembebanan balok type G 201.60 km

beban titik ,em#e#anan #alok %ype 1 4980.0 km

,ELAT 120 mm 0.12 m

100 mm 0.1 m


Lapan+an

/33

'02. 400 mm 0.4 m

T-mp-an /4'2.3 # 250 mm 0.25 m

! %-l 1 mm 0.01 m

Lapan+an

/22

''.55 ! "en+kan+ 8 mm 0.008 m

T-mp-an /8851.82 !9 5.5 mm 0.055 m

! 342.5 mm 0.3425 m

Hitunan !ul Laanan

- '030000 mm

n 512500 mm

m 15.0'

0.03'8

0.02'

0.0044:n 2.58

0.008

; okk

< okk

Beban Mati (qD)

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

8/18/2019 BAB 5 AS 2 28 03


A" %40.90

A" & !iame%e$ %-lan+an 283.385

=-mla %-lan+an 2.'14448 3 #-a

A" a!a 8'0.1'' okk

a '1.21

n ada 86211248.2' Aman


6 min 25 mm

6 48.' oke

Hitungan Tul Geser Balok Anak *u ''.55 k+ '''

*c 1354

*c 53515.'25

5*c 1'054'.85 S'arat tulanan eser . *c 0 *u 0 5 *c

'&'1'.6& 6%6%6 160'46.9

Jadi diperlukan tulanan eser *s 141'0

*s perlu 188.83333

A 100.48 mm

S 43.48 mm

S max 11.25


*s ada 48585.0352 *s ada 4 *s perlu >>

Hitunan !ul !uuan

- 400000 mm D #a$-

n 335000 mm 342.5 mm

m 15.0' 28.5 mm

0.03'8 A1 3 850.2

0.02' A2 2 5''.8

0.0044 324. mm

:n 3.184 3.5

0.0108 0.0122

; okk

< okk

mm2


mm2

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

barud

8/18/2019 BAB 5 AS 2 28 03


A" 92%.6& 988.%

A" & !iame%e$ %-lan+an 283.385

=-mla %-lan+an 3.233883 4 #-a 3.48 5

A" a!a 11&&.'4 okk 1416.92'

a 68.28 8'

n ada 1118'2446.% Aman 12%96''81


6 min 25 mm

6 26 oke 48.5


*c 1354

*c 53515.'25 5*c 1'054'.85


'&'1'.62' 88'1.82 160'46.9


*s 35003

*s perlu 4''0.1

A 100.48 mm

S 1'.8 mm

S max 11.25

ipakai senkan denan 3arak 11.25 10 mm*s ada 48585.0352


mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.00

y 320 pa

25 pa

Fy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


3 2 #-a

okk

Aman

oke

8/18/2019 BAB 5 AS 2 28 03


Beban hidup (qL)

,em#e#anan #alok %ype Be#an i!-p !i+-naka 400

Berat sendiri 1'8 km 100

Beban plat tipe ; 0 km $% & Pembebanan balok t'pe <

168 kmPembebanan balok t'pe B 103.'8 k+&m

414.%2 k;m


* 12. *D 1'. *L

Pembebanan balok type H 201.60 km

beban titik ,em#e#anan #alok %ype B 414.%2 k

,ELAT 120 mm 0.12 m


Lapan+an

/33

548.1 400 mm 0.4 m

T-mp-an /''2'.2 # 250 mm 0.25 m

! %-l 1 mm 0.01 m

Lapan+an

/22

'05'.' ! "en+kan+ 8 mm 0.008 m

T-mp-an /'4.' !9 5.5 mm 0.055 m

! 342.5 mm 0.3425 m

Hitunan !ul Laanan

- 5400000 mm

n '8'25000 mm

m 15.0'

0.03'8

0.02'

0.0044

:n 2.340

0.008

; okk

< okk

A" 66'.0&

A" & !iame%e$ %-lan+an 283.385

Beban Mati (qD)

qD1

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 2.34'40' 3 #-a

A" a!a 8'0.1'' okk

a '1.21

n ada 86211248.2' Aman


6 min 25 mm

6 48.' oke

Hitungan Tul Geser Balok Anak *u '05'.' k+ '050

*c 1354

*c 53515.'25

5*c 1'054'.85


'&'1'.62' 60'%0 160'46.9

Jadi diperlukan tulanan eser *s 054

*s perlu 405.3

A 100.48 mm

S 88.1 mm

S max 11.25


*s ada 48585.0352


Hitunan !ul !uuan

- ''300000 mm D #a$-

n 8285000 mm 342.5 mm

m 15.0' 28.5 mm

0.03'8 A1 3 850.2

0.02' A2 2 5''.8

0.0044 324. mm

:n 2.82' 3.1

0.005 0.010

; okk

< okk

A" 814.49 866.8

A" & !iame%e$ %-lan+an 283.385

d1

d2

ρ #

ρmax

ρmin

ρ a!a

ρ a!a

ρmax

ρ a!a

ρmin

mm2


mm2

barud

8/18/2019 BAB 5 AS 2 28 03


=-mla %-lan+an 2.841'35 3 #-a 3.058' 5

A" a!a 8'0.1'' okk 1416.92'

a '1.21 8'

n ada 86211248.2' Aman 12%96''81


6 min 25 mm

6 48.' oke 48.5

Hitungan Tul Geser Balok Anak *u '4.' k+ '4

*c 1354

*c 53515.'25

5*c 1'054'.85


'&'1'.62' %%64.69 160'46.9


*s 24131

*s perlu 3215.03333

A 100.48 mm

S 25'.0 mm

S max 11.25

ipakai senkan denan 3arak 11.25 10 mm

*s ada 48585.0352


8/18/2019 BAB 5 AS 2 28 03


k+&m2

0.00

km2

y 320 pa

25 pa

Fy "en+ka 240 pa

km2

8/18/2019 BAB 5 AS 2 28 03


8/18/2019 BAB 5 AS 2 28 03


3 2 #-a

okk

Aman

oke

BAB 5 AS 2 28 03

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